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Negotiated Approved Plans - OPW26/0033 (As Published)
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NOOSA COUNCIL 495
PRELIMINARY EARTHWORK VOLUMES LEGEND
MCH591
APPROVED PLAN CUT VOLUME (TO NOMINAL ROAD SUBGRADE) 2373 m³
T
TE
FILL VOLUME 2397 m³ 156 EXISTING CONTOUR (0.25m INTERVAL)
W
EO
OPW26/0033 29 SEPTEMBER 2026 NOTES 19
1. NO ALLOWANCE
RP35066 MADE FOR STRIPPING.
EXISTING EDGE OF BITUMEN
POTTERY ST
REFER TREE PROTECTION PLAN
DRG C110-C111 FOR DETAILS (TYP) 2. NO ALLOWANCE MADE FOR BULKING OR COMPACTION. EXISTING KERB & CHANNEL
T
PP 3. ALLOWS FOR A 375mm BOXING DEPTH FOR ROAD PAVEMENT.
PP EO EO EXISTING STORMWATER DRAINAGE
W
EO EO D
XX XX W XX W W W
X 31 XX EROSION & SEDIMENT CONTROL NOTES EO EXISTING ELECTRICAL OVERHEAD
THIS DRAWING IS PROVIDED FOR GUIDANCE ONLY.
XX
32 T EXISTING TELCO (RECORDS)
X
T
XX THE CONTRACTOR SHALL ASSESS WHAT MEASURES ARE REQUIRED TO
X279 111
EO
W
SUIT THE PROPOSED CONSTRUCTION METHODOLOGY. S EXISTING SEWER (RECORDS)
33
SAWCUT, DEMOLISH AND THE FOLLOWING EROSION AND SEDIMENT CONTROL MEASURES SHALL EXISTING WATER (RECORDS)
XX
X W
XX
EXISTING REMOVE EXISTING PAVEMENT BE USED IN CONJUNCTION WITH THIS PLAN BUT NOT LIMITED TO:
280
SHED EXISTING TREE TO BE RETAINED AND PROTECTED
T
CLEAN WATER DIVERSION IECA STD DRG DC-01
EO
W
X EXISTING TREE TO BE REMOVED
XX
DIRTY WATER DIVERSION IECA STD DRG DC-01
XX
X124 SF SEDIMENT FENCE IECA STD DRG SF-01 & 02 156 PROPOSED CONTOUR (0.25m INTERVAL)
EXISTING DWELLING X278 INLET FILTER SOCK IECA STD DRG FS-01
X281 PROPOSED TOP OF BANK
XX
T
117
XX
CHECK DAM IECA STD DRG RCD-01
W
DEMOLISH AND REMOVE EXISTING PROPOSED TOE OF BANK
EO
DRAINAGE PIT SURROUND AND SV
W W SITE
W ENTRY / EXIT
W IECA STD DRG EXIT-01 PROPOSED 'V' DRAIN INVERT
XX
COVER. RETAIN EXISTING CHAMBER
0
X277 T T
11
T T
116
XX
RETAIN EXISTING DRIVEWAY ACCESS D PROPOSED BUILDING PAD
AND CLEAN WATER DIVERSION DRAIN D
W
D
PROPOSED FINISHED LEVEL
115
DURING CONSTRUCTION OF ROAD 1 D 110.00
XX
EO
RELOCATE POTTERY STREET SIGN
XX
WT115.00 WB114.00 PROPOSED WALL LEVELS (TOP / BTM)
7 3 2 1
114
CLEARING OF THE EXISTING VEGETATION IN THE X138 PROPOSED GROUTED ROCK RETAINING WALL
XX
SF
113
XX
W
ROAD VERGE SHALL BE KEPT TO THE ABSOLUTE
MINIMUM TO UNDERTAKE THE PROPOSED WORKS X137 SF SAWCUT, DEMOLISH XX PROPOSED 'NO CLEARING ZONE'
112
EO
AND REMOVE PROPOSED CONSERVATION COVENANT
XX
XX EXISTING PAVEMENT
WT116.41 XX
PROPOSED CLEARING AND GRUBBING EXTENTS
GROUTED ROCK RETAINING WALL WB116.32
109 W
REFER DETAIL ON DRG C203 PROPOSED EARTHWORKS
106
107
108
WT116.19
CUT FILL
EO
WB114.77
WT116.38 RED ST X258 X276 REFER LEFT FOR CONTINUATION
SF
X257 FH
SF
8 WB114.93
W
PP
REMOVE EXISTING POWER POLE
REFER ELECTRICAL DRAWINGS
RELOCATE NO THROUGH ROAD SIGN
139
X X282 SF 106
W W W W W
T
S
EO
EO
W
106
SF
WT115.34
EO
SF
W W W W
W
WB114.84 PP EO EO EO PP EO EO
EO EO PP EO EO EO EO
TE
T T T T
T
S
105
W
REFER DRAWING C101 FOR CONTINUATION
EO
X149 XX 105
EO
SF
247
W
EO
148
X147 X246
T
X145 POTHOLE EXISTING TELCO LINE AND WATER EO
T
S
SF
SF 114 X242 X241 MAIN PRIOR TO CONSTRUCTION. CONFIRM
W
X X249 CLEARANCE TO PROPOSED WATER MAIN.
SF
EO
X244 X243 248
104 See the original
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Full text of sections 2 to 5 (of 29)
Section 2
EO
W
EO
T
SF
T
S
110
111
112
113
109
EO
W
9 X152 X150 X 109
SF
W
EO
X151 XX153 X251
250
T
103
EO
SF
T
S
240
POTTERY ST
ROAD 1 X239
W
SF
W
113
X236
EO
T
X237238 X252 102
EO
1
T
S
RP71117
W
112.93 112.71 111.67 109.69 X229 X235 X
W
X254
253
T
112
X230
EO
EO
T
DEMOLISH AND REMOVE EXISTING
X231 X
110
111
PVC DRAINAGE CULVERT AND
112
X260 261
W
101 GRAVEL DRIVEWAY
S
DEMOLISH AND REMOVE
X232 X
W
EXISTING GRAVEL DRIVEWAY
6 111
5 4 XX264 108
T
262
109.60 263
EO
SF
T
X233 X265
EO
112.62
XX
W
111.55
S
110 266
267
W
X268
T
SF
0
10
X259 X275 X270
T
EO
EO
X269
W
S
109
X274
X
XX
107
SF
W
272
T
273 271
T
X258 X276 TE
EO
108
EO
W
X257 FH
S
SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF
PP
99
DEMOLISH AND REMOVE
1.500
W W W 106 W W
T
S
TEMPORARY TYPE D/F SEDIMENT BASIN EXISTING GRAVEL DRIVEWAY
T
INTERFACE TO EXISTING AT 1:3 (TYP) EO
IN BIORETENTION BASIN LOCATION
W
W
106
EO
SF
S
EO
TE
T
EO POTHOLE EXISTING WATER SERVICE CROSSING
T
RETAIN EXISTING DRAINAGE CULVERT PRIOR TO CONSTRUCTION. CONFIRM T FH
T
S
W PP
J:\2019\19660SD1_SUBDIVISION_POTTERY_STREET_POMONA_\4.CADD\#ACAD\2.OPW\#19660_CI_OPW.dwg
105 CLEARANCE TO PROPOSED DRAINAGE T W
W
22 1 W
105 EO TE W
SP285519 RP148139
EO
EROSION AND SEDIMENT SAWCUT, DEMOLISH AND
S
POTHOLE EXISTING TELCO LINE AND WATER
EO
REMOVE EXISTING PAVEMENT
T
SERVICE CROSSING PRIOR TO CONSTRUCTION.
S
CONFIRM CLEARANCE TO PROPOSED DRAINAGE
CONTROLS HAVE NOT BEEN
W
T
S
104 EO
D
EO
APPROVED AND DO NOT FORM DEMOLISH AND REMOVE EXISTING CONCRETE
T
S
97 DRIVEWAY AND Ø300 DRAINAGE CULVERT.
EO SAWCUT CONCRETE DRIVEWAY AT Section 3
JOINTS
W
T
PART OF THIS APPROVAL.
S
0 4 8 12 m SF
REFER RIGHT FOR CONTINUATION 96
SCALE 1:250
REFER DRG NO C002 FOR PROJECT NOTES
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
SURVEYOR KL DR
This drawing is subject to
copyright in accordance with Brian Naismith Development Consultant
SURVEYOR PTY LTD 30 POTTERY STREET, POMONA EARTHWORKS, CLEARING AND 1 : 250 A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's T: 0477 925 871 E: [email protected] KL DR PROPOSED RESIDENTIAL SUBDIVISION PRELIMINARY ESC CONTROL PLAN Drawing Number
client. This drawing shall only
be used for this specific project. Approved RPEQ No RP DESCRIPTION LOT 496 MCH 591 SHEET 1 OF 2 19660-C100
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D REYNOLDS 9072 LOCAL AUTHORITY NOOSA COUNCIL
B 16.06.26 OPW INFORMATION REQUEST KL MCU APPROVAL - HORIZ DATUM GDA2020 Z56 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 03.11.25 OPW SUBMISSION KL ROL APPROVAL RAL19/0014 VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336 16.06.26 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm 4 of 19 B
Document Set ID: 24873046
Version: 1, Version Date: 17/06/2026
Section 4
LEGEND
156 EXISTING CONTOUR (0.25m INTERVAL)
EXISTING EDGE OF BITUMEN
EXISTING KERB & CHANNEL
D EXISTING STORMWATER DRAINAGE
EXISTING ELECTRICAL OVERHEAD XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX 28 X 30 X X 31
XX
EO
34
XX
XX
T EXISTING TELCO (RECORDS) XX 36 32
X27 XXX
29
EXISTING SEWER (RECORDS) X21
XX
S
33
XX
117
XX
W EXISTING WATER (RECORDS)
XX
XX
EXISTING TREE TO BE RETAINED AND PROTECTED
117 XX
XX
X EXISTING TREE TO BE REMOVED
X 25
20
X19 X
XX
156 PROPOSED CONTOUR (0.25m INTERVAL)
X26 EXISTING DWELLING
XX
PROPOSED TOP OF BANK
X18
XX
PROPOSED TOE OF BANK
PROPOSED 'V' DRAIN INVERT
XX
X35
XX
PROPOSED BUILDING PAD 16
XX17
110.00 PROPOSED FINISHED LEVEL
XX
15
X
XX
WT115.00 WB114.00 PROPOSED WALL LEVELS (TOP / BTM)
X14 7
PROPOSED GROUTED ROCK RETAINING WALL
XX
X13 X12 X11
XX
XX PROPOSED 'NO CLEARING ZONE'
PROPOSED CONSERVATION COVENANT 10 X
XX
X8 X
XX
PROPOSED CLEARING AND GRUBBING EXTENTS
9 117
PROPOSED EARTHWORKS
X7
XX
117 WT116.19
CUT FILL
XX
WB114.77
WT116.38
8
XX
WB114.93
XX
PRELIMINARY EARTHWORK VOLUMES X6
CUT VOLUME (TO NOMINAL ROAD SUBGRADE) 2373 m³
XX
XX
FILL VOLUME 2397 m³ WT115.34
116
NOTES 116 WB114.84
1. NO ALLOWANCE MADE FOR STRIPPING.
XX
2. NO ALLOWANCE MADE FOR BULKING OR COMPACTION.
3. ALLOWS FOR A 375mm BOXING DEPTH FOR ROAD PAVEMENT.
REFER DRAWING C100 FOR CONTINUATION
XX
XX
SF SF
SF
SF5
XX
EROSION & SEDIMENT CONTROL NOTES 115 11 SF
SF SF 114
XX
THIS DRAWING IS PROVIDED FOR GUIDANCE ONLY.
THE CONTRACTOR SHALL ASSESS WHAT MEASURES ARE REQUIRED TO
X5
XX
SUIT THE PROPOSED CONSTRUCTION METHODOLOGY.
SF
SF
XX
THE FOLLOWING EROSION AND SEDIMENT CONTROL MEASURES SHALL
BE USED IN CONJUNCTION WITH THIS PLAN BUT NOT LIMITED TO:
114
9
XX
CLEAN WATER DIVERSION IECA STD DRG DC-01 114
XX
SF
DIRTY WATER DIVERSION IECA STD DRG DC-01
SF
XX
SF SEDIMENT FENCE IECA STD DRG SF-01 & 02
INLET FILTER SOCK IECA STD DRG FS-01
XX
CHECK DAM IECA STD DRG RCD-01 113
XX
SF
SF
X4
XX
SITE ENTRY / EXIT IECA STD DRG EXIT-01 XX
XX
112.93 112.71
XX
112
XX
XX
XX
X3
XX
6
XX
XX
112.90 112.62
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX
SF SF SF SF SF SF SF SF SF SF SF SF SF SF
NOOSA COUNCIL
APPROVED PLAN REFER TREE PROTECTION PLAN
DRG C110-C111 FOR DETAILS (TYP)
OPW26/0033 29 SEPTEMBER 2026
J:\2019\19660SD1_SUBDIVISION_POTTERY_STREET_POMONA_\4.CADD\#ACAD\2.OPW\#19660_CI_OPW.dwg
21 22
SP285519 SP285519
EROSION AND SEDIMENT
CONTROLS HAVE NOT BEEN
APPROVED AND DO NOT FORM
PART OF THIS APPROVAL. SCALE 1:250
0 4 8 12 m
REFER DRG NO C002 FOR PROJECT NOTES
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
SURVEYOR KL DR
This drawing is subject to
copyright in accordance with Brian Naismith Development Consultant
SURVEYOR PTY LTD 30 POTTERY STREET, POMONA EARTHWORKS, CLEARING AND 1 : 250 A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's T: 0477 925 871 E: [email protected] KL DR PROPOSED RESIDENTIAL SUBDIVISION PRELIMINARY ESC CONTROL PLAN Drawing Number
client. This drawing shall only
be used for this specific project. Approved RPEQ No RP DESCRIPTION LOT 496 MCH 591 SHEET 2 OF 2 19660-C101
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D REYNOLDS 9072 LOCAL AUTHORITY NOOSA COUNCIL
B 16.06.26 OPW INFORMATION REQUEST KL MCU APPROVAL - HORIZ DATUM GDA2020 Z56 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 03.11.25 OPW SUBMISSION KL ROL APPROVAL RAL19/0014 VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336 16.06.26 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm 5 of 19 B
Document Set ID: 24873046
Version: 1, Version Date: 17/06/2026
Section 5
495 LEGEND
MCH591
T
TE REFER VEGETATION MANAGEMENT PLAN BY NORTH XX PROPOSED 'NO CLEARING ZONE'
W
COAST ENVIRONMENTAL SERVICES. REF No: J000864
EO
AND TREE
19 SURVEY PREPARED BY BRIAN NAISMITH PROPOSED CONSERVATION COVENANT
POTTERY ST
RP35066
EXISTING TREE TO BE RETAINED AND PROTECTED
T
127 PP
PP EO EO EXISTING TREE STRUCTURAL ROOT ZONE (SRZ)
W
EO EO
XX XX W XX W W W
XX EXISTING TREE PROTECTION ZONE (TPZ)
128
XX
T
XX
EO
W
131
XX
XX
EXISTING
129
SHED
NOOSA COUNCIL
T
132
EO
W
XX
APPROVED PLAN
XX
122
EXISTING DWELLING
OPW26/0033 29 SEPTEMBER 2026
XX
134
T
XX
W
EO
135 133
SV
W W W W
XX
T T T T
XX
117 D
121 D
W
D
D
XX
EO
XX
7 3 2 1
XX
XX
W
EO
XX
XX
XX
W
136
EO
REFER LEFT FOR CONTINUATION
E
RED ST FH
8 E
W
E W PP
W
W
E
W W W W W
T
S
EO
EO
W
W
W
E
EO
E
W W W W
W
PP EO EO EO PP EO EO
EO EO PP EO EO EO EO
TE
W
T T T T
W
T
S
S E
E
S
S
S
W
S W
REFER DRAWING C111 FOR CONTINUATION
E
E EO
EO
S
W
W
EO
E E E E E E E E E E E E E
W
T
W W W W W W W W W W W W W W W W W
E
S
SC
S S S S S S S S S S S EO
T
S
W
SC
E
E
EO
SC
EO
W
EO
T
SC
S
T
S
SC
EO
SC
W
E
9
E
W
EO
S
T
EO
T
S
POTTERY ST
ROAD 1
W
S
W
EO
T
EO
1
T
S
RP71117
W
S
W
T
EO
EO
T
W
S
S
The text continues on section 6.